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A325X BOLTS A325X BOLTS A325X BOLTS <br /> SEE TABLE A FOR ��_. SEE TABLE A FOR SEE TABLE A FOR <br /> 2„ REQUIRED N0. OF BOLTS % 5/16 � 2�� REQ'D N0. OF sOLTS 2„ REQUIRED N0. OF BOLTS <br /> � FOR B AM 1/2" RADIUS (TYP.)— ��4�� ' � � � FOR B AM <br /> � �– � SIZE � �- � SIZE <br /> � ( � �� �� � c, � � <br /> � � � i I i� �-? n. � � <br /> � � � r– � I I O � � 1 .— <br /> � � I c � i� I <br /> L ' <br /> � ��2�> <br /> 3/8" PL. (A36) W/ HORIZ. �''--3/8" PL. (A36) W/ HORIZ. <br /> SHORT SLOTTED HOLES (PARTIAL DEPTH BEAM PER PLAN W/ SHORT SLOTTED HOLES (PARTIAL DEPTH <br /> SEE PLAN PL. Q BEAM < 18") 3/8" PL. (A36) W/ STANDARD HOLES SEE PIAN PL. C� BEAM < 18") <br /> FOR BEAM SIZE HORIZ. SHORT FOR BEAM SIZE <br /> r 5/16 3 EDGES SLOTTED HOLES GIRDER PER PL1-�N 5/16 3 EDGES <br /> TA�LE A <br /> SINGLE PLATE CONNECTION <br /> NUMBER OF 3/4" MAXIMUM REACTION (KlPS) MAXIMUM REACTION (KIPS) <br /> QIAMETER BOLTS (WEB THICKNESS < 1/4") (WEB THICKNESS > 1/4") <br /> 2 8 11 <br /> SINGLE PI�TE �EAM WE� TO �EAM WE� SlNGLE PIJ�TE �EAI� IN�� TO �EA� WE� � ECTI 0 �1 - B EAM W E B TO B EAM W E B 0 f� E S I D E D C 0 �l f� 3 �� 23 <br /> C ,� 4 27 37 <br /> � O�E SIDED CON�ECTI�N `TUVO SIDED CONNECTION B EA� D EPTH _ 18 A 5 38 5� <br /> SCALE: 1 "=1'-0" 2S513 2S551 6 49 65 <br /> 7 59 79 <br /> 6_�/8>>� 90 <br /> � O �_��8�,� 110 <br /> A325X BOLTS <br /> NOTES: <br /> SEE TABLE A 8c B FQR <br /> REQUIRED N0. OF BOLTS MINIMUM BEAM REACTIONS TO BE COMPUTED PER ALLOWABLE <br /> LOAD TABLES IN PART 2 OF AISC MANUAL OF STEEL <br /> � CONSTRUCTION ALLOWABLE STRESS DESIGN 9TH EDITION. <br /> 1/2' 2" 3/8" MIN, STIFF. PL OR MOMENT A325X BOLTS, <br /> COL FRAME FLANGE PL'S. SEE TABLES A & B FOR INCREASE REACTION BY 35� FOR <br /> REQUIRED NUMBER OF BOLTS 50' SPAN COMPOSITE MEMBERS. <br /> . 3/8" PL. (A36) W/ HORIZ. SHORT BEAM PER PLAN W/ <br /> � SLOTTED HOLES � �„ <br /> � � STANDARD HOLES PROVIDE MINIMUM NUMBER OF BOLTS BASED ON <br /> � � � BEAM DEPTH SHOWN IN TABLE B. <br /> � <br /> i — SHORT SLOTTED HOLES TO BE 13/16"X1 " TYP. <br /> i i � , � � � � � i �,P W/ 1 3/4" MIN. EDGE DISTANCE. <br /> � � ��, �- o � o � � ��, 5/16 <br /> � i i r- ;�, �, � � CHANNEL CONNECTIONS TO BE SIZED AS <br /> � i " � � SIMILAR DEPTH WIDE FLANGE SECTIONS U.O.N. <br /> i � � � \ <br /> � <br /> . � ��� � � '- 2 3/8"x4 1/2" P L(A36) W/ NORIZ. TA LE <br /> � SHORT SLOTTED HOLES MW(MUM BOLTS ACCORDING TO BEAM SIZE <br /> � BEAM PER PLAN W/ <br /> 3 EDGES STANDARD HOLES WIDE-FLANGE BUILT-UP BEAM MINIMUM NUMBER OF <br /> . TYP. MIN. � 3 EDGES COLUMN BEAM DEPTH DEPTHS (iN,) BOLTS REQUIRED <br /> U.O.N. 5/16 TYP. W8, W10, W12, C6,C8,C10 8-13 2 <br /> W14, W16, W18, C12 TO 19 3 <br /> � NOTE: WEB DOUBLER PL. (IF REQ'D.) W21 ,W24, C15 TO 25 4 <br /> I NOT SHOWN FOR CLARITY. <br /> W27,W30 TO 31 5 <br /> W33, W36 TO 37 6 <br /> SIN�LE PI�►TE � M UVE� TO C�LUMN UVE� SINGLE PLATE � M WE� TO COLUMN FLANGE <br /> � �' CO�INE�TION CONNECTION <br /> � <br /> � <br /> N <br /> r �' <br /> � <br /> � o <br /> o �-- 3/4" DIA. A325X BOLTS (SEE <br /> � � TABLE A FOR N0. BOLTS REQ D.) <br /> � � PROVIDE HORIZ. SHORT SLOTfED <br /> o � � 2�� HOLES IN WT <br /> o i i ' WT5x22.5 � 10x10 COL. <br /> � � I i ST6x15.9 � 8x8 COL. & 6x6 COL. <br /> o i � ST5x9.5 C� 4x4 COL./POST <br /> o -�-i i - � i� <br /> o ii ii <br /> r � �ii ii� <br /> � �� i i �- <br /> o i i <br /> �, � � <br />� � i � <br /> � BEAM --� i i <br /> � <br /> � <br /> � <br /> ; � i <br /> � GIRDER I i <br /> �������� <br /> , � i i ��4 <br /> �- i i <br /> COLUMN ��OV 0 2 Z017 <br /> Q � �___ � GEi�iciu�L CONS1��tUC"�10(d Cu. <br />! � <br /> �- <br /> � <br /> ti <br /> N SEE TABLE A FOR BOLTS - <br />, N SEE DETAII.S ABOVE FOR DIMENSIONS N�T SHOWN <br /> o �� �� <br /> o GIRDER �EAM TO TU�E COLUMN www.brph.com Copyri�hto2017 <br /> � 333�1 9th Avenue South, suite 300 Archi�ects, Engineers, Constructors <br /> � � Federal Way, W��hington 98003-2600 srateofwasn��9ton <br /> � 19020 33rd Ave W,Suite 530 <br /> � Certificate of Authorization <br /> ,� �2��� 4�1-23�� ��X: (20b) 431-2250 Lynnwood,Washington,98036 Eng ee ing No.313735512 <br /> 425-921-3500 <br /> f � DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL OATE <br /> � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ,�xE � ACCEPTABIL.ITY JKM 11 01 17 16335 � � � O�I � � <br /> ,, 0 P4 TOOL DECK & UTILIIY DESIGN - ISSUE FOR CONSTRUCTION (WBS16335) ABAM BEM 11/01/17 1,� o�wnsk,�l� THIS DESIGN AND/Oft CHECKED TYPICAL CONNECTION DETAILS / � <br /> � '4� ,�w - `���J' SPECIFICATION IS APPROVED LEH 11 01 17 sHEET <br /> � � �� � �°� r� � APPROVED BY DEPT. DATE BHECKED 11 01 �� r�r�E FACTORY TRANSFORMATION – 777X FAMBU S{ MODIFICATIONS � <br /> w 5� 1 �21 <br /> i �j��� ' 8579 cs���� , APPROVED �U I LD I N G 40�025 JOB N0. COMP N0. <br /> ' � RA L El1 <br /> WO 15 2899-921 <br /> � � <br /> ���NAL�G APPROVED DWG N0. <br /> �0/26/» STRUCTURAL MASTER EVERETT, WA 40-025–S551 -921 <br />